Summary for Test 2024-08-17-10-2
Test performed: ASTM C39-21Project Information
| Project Identifiers | Project ID: 1000382 DEA: 030N3504 EFIS: 0324000094 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-25/28 |
| Award Date | 10/18/2023 |
| Closeout Date | 09/03/2025 |
| Work Description | Deck rehab with RSC. New Approach Slabs. New Barriers. |
| Location Description | Br 24-0207L/R. Br 24-0068L |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 08/17/2024 | Sample Unique Key | 10 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/19/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 4x8 concrete cylinders |
| The quantity of what the sample constitutes | 6 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Conor | Last name of sampler or witnessed by | Hennessy |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CTS Cement | Transportation Laboratory (TL) Number | 133690 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 21005-A |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Truck mixer | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2024-08-17-10
DIME Test ID: 2024-08-17-10-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-09-16
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 09/16/2024
Capped in accordance with?: ASTM C39 - Ground End
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.02 in
Maximum load on cylinder 1: 66750 lb
Maximum load on cylinder 2: 65112 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): Defect found in Cylinder 1. Specimen was removed from average and strength of 2 cylinders reported.
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 30 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Compressive strength of cylinder 1: 5260.0 psi
Compressive strength of cylinder 2: 5130.0 psi
Compressive strength (to nearest 10 psi): 5200 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Defect found in Cylinder 1. Specimen was removed from average and strength of 2 cylinders reported.
Test was verified on 9/16/2024 ✔